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Moment of inertia calculator

Moment of inertia calculator

Calculate the moment of inertia (second moment of area) of any beam or profile section — Ix and Iy about the centroidal axes — straight from its dimensions. Pick a shape or import a DXF, and Dimviz integrates the section polygon exactly (Green's theorem) to give Ix, Iy plus section moduli, radii of gyration and weight. The moment of inertia governs deflection and buckling, so getting it right matters.

Unitsdisplay
Import sectionCAD · Excel
file units

DXF (LWPOLYLINE/CIRCLE) · CSV/XLSX with X,Y columns (blank row = new loop). DWG → export as DXF first.

Sample profiles20 sections
Shape
Standard sizesEN / DIN
Dimensionsmm
Material & finishρ 1900 kg/m³

EL 23,000 MPa · Pultruded FRP (E-glass / polyester)

Live section
I 200×100×10
mass 7.220 kg/m
loading 3D viewer…
drag to orbit · scroll to zoomtrue extrusion · depth-buffered
Dimensioned drawing
100200mm
Section propertiescentroidal axes · metric
AreaA3800mm²
Mass / metrem7.220(4.852 lb/ft)kg/m
2nd momentIx2.293e+7mm⁴
2nd momentIy1.682e+6mm⁴
Section mod.Sx229267mm³
Section mod.Sy33633mm³
Gyrationrx77.67mm
Gyrationry21.04mm
TorsionJ126667mm⁴
Published catalogue weight: 5.80 kg/m · computed Δ 24%

Derived exactly from the section polygon (Green’s theorem). Fillets excluded (<2% effect). Verify against certified data before release.

What the moment of inertia tells you

The second moment of area (I) measures how a section resists bending — a taller I-beam has a much larger Ix because material sits far from the neutral axis. Deflection is inversely proportional to I, so doubling depth can quarter deflection. Dimviz reports Ix about the horizontal centroidal axis (strong axis) and Iy about the vertical, both exact for the geometry you enter.

Computed, not looked up

Instead of a table lookup for a nominal size, Dimviz computes I from your actual section — including non-standard walls and dimensions — so the number matches the part you're really specifying. Change a flange thickness and Ix updates live.

FAQ

How do you calculate moment of inertia?+
What's the difference between Ix and Iy?+
Is it the same as section modulus?+